SW4231202_Plansheet - Proposed Conditions/Site Plan_20240311

70' R/W
WETLAND NOTE: ��SP
16.5 1s.5 ALL OF THE NECESSARY APPROVALS HAVE BEEN / WILL BE
5' 6' 36' F-F s' 5' 5.5' OBTAINED FROM THE STATE AND CORPS FOR ANY STREAM 0, '
21- M4X 6„ 2' 16' 16, 2' 6„ 27a
MAX CROSSINGS / WETLAND DISTURBANCE. 3
SITE COORDINATES PERMANENT EXIT 180
�. WETLAND IMPACT#1
5' SIDEWALK i, 2089 0 0 0 2.08� , '-�r LAT: 36.000474 = 1,800 SF
1:1 -' 00000000V 00000000o 5' SIDEWALK �l
3" ABC STONE . 0" S9.5B LONG: -80.444186 c�
UNDER CURB 250" S9.5B v� WEBB WY
2'-6" CURB & GUTTER 8" ABC 2'-6" CURB & GUTTER 3" ABC STONE �c
NCDOT STD#846.01 NCDOT STD#846.01 UNDER CURB SMITH CREEK BERMUDA RUN
PUBLIC STREET CROSS SECTION DETAIL
COUNTRY CLUB
RD
ASTRAL AVENUE PERMANENT STREAM SITE
�
NTS IMPACT#1 �� EX. WETLANDS BINGHAMHILLSDA LE W IVERVIEW
= 256 SF PERMANENT , _ \ \ W AND STREAM o o TOWNHOUSE
Y
vv 158
STREAM IMPACT n z
40' PRIVATE R/W v A g8 BINGHAM AND
PARKS RD
m BERMUDA RUN
5' 27' BC-BC 6.5' ��
SIDEWALK -
��_ -� r VICINITY MAP
13.5' 13.5' - -�� _ / � - /
3.0" ASPHALT
2� SLOPE NOTE: / -v - - - - - - - - -
1/4" PER FOOT 1/4" PER FOOT 2% SLOPE / -200� N
U
_ THE EXISTING STREAM SHOWN HERE �.�.� \ � � \ / •
72V/A
2SITE DATA:ADJACENT TO US HWY 158 IS NOT / EX. WETLANDS � -� _ _ - PARCEL NUMBER: D70000021101
1.0" S9.5B LLEYAND STREAM2.0 S9.5B B & GUTTER INDICATED AS A BLUE-LINE STREAM a�� O_,� - - - __ Iv v I D 7 0 0 0 0 0 21 10 2
7.0" ABC UN 3" ABC � D700000201
UNDER CURB ON ANY OFFICIAL USGS MAPS. / _ ' - - , I y Ivv v
PRIVATE STREET CROSS SECTION DETAIL / / �s-o - - ii / ��� � N C P I N NUMBER: 5872313806
ASHFORD TRACE, LEMMONGRASS LANE, & SANDSPUR STREET 5872218873
B�FFE� / 41
NTS ��/ / - �� ^� w / R Io 5872302996
DEED REFERENCE: DB 134 PC 769
DB 192 PG 531
DB 529 PG 939
- - - o
SAT: 36. 0006', LONG- - 80. 4440'
TOTAL ACREAGE= ± 53. 64 ACRES
������ PHASE 1 ACREAGE= 23. 52 AC.
i -
/ % c> �`�� - PHASE 2 ACREAGE= 30. 12 AC.
_ - - - - � EXISTING ZONING: BERMUDA RUN VM
\` �,P o`v / , / I / �o I J V A ti _ cv OOP` _ � , EXISTING SAND USE: VACANT
C! ti // /J \ / �� �O / � � o�
o� PROPOSED USE: MULTI - FAMILY RESIDENTIAL
V R -
�`� /N3858 4„ / vp
PROPOSED NUMBER OF LOTS: 213
7�OTA�=S 3.3 \ 1 \ 198�80, A \ Vim. / Q >�
_ PHASE 1 # OF UNITS= 73 UNITS
FF 105.79
P O / / / 1s8.8p' I l v v �� v / �� z/ O _ _ ��° / PHASE 2 # OF UNITS= 140 UNITS
/� // / / / I vv ` vv v `/ �v �° - _ / oN I PROPOSED DENSITY: 3. 97 UNITS ACRE
��j�Q / v A \ V A O
o� v/ v : �/ 9 0 v - - 7, 4� � O �F OF STREET 43 LF
C/b sz. O v i n -
AREA IN RIGHT- OF- WAY: ± 7. 68 AC
AREA IN LOTS: ± 12. 21 AC
- - -
��;�� 0 �� � I /v O�vv�vv v �, Ivvv vv vv v/ AREA IN COMMON ELEMENTS: ± 33. 75 AC
o / / s
_ _ STREETS: PRIVATE
TEMPORARY �S \�\ II / // /V�/ �� / a I s�\ n V / \ v \ ;v v - - I / v
o � I � \ , \ I \ WATER. PUBIC
WETLAND IMPACT#1 T v A \ F A v A \ SEWER:
I / / IS ACCESS EASEMENTS } IS' \ \ \ 'O \ \ J \ \ \ \ '��/ `/ \ 1 \ \ \\ PUBLIC
/ /, (((( PPf �' ` / TO POND 2 \J -
= 114 SF � v V</ � I /
�`-cps_ _
A - H� - - - _ ES EASEMENT
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WETLANDS \ - � � � _ - � - A$H�� � � / y' . � \ c
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PUFFER
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� 1 ��� �`�R \ / 7
b \ \ 7HASE
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�I '' \ \ �// / / f� l� Ilh; v v v / - _ ExISTINc /
�� �, STREAM
S
rn WEETLANDS BUFFER
- - � � � PHASE
Cp A W �H.` v L15 /
ti / ��/ / F EXISTING / 16 /
C C WETLANDS ST��
I �� ' �. � � ��y _ EAR � � �� L18 ,L lL PHASE Z
R� �, \�� �v �F - - - e� - - -
I UFF Lag ��-AROUNO POND#IT(YP� J� STR� ��/ IB RFER
/ FR II As o Ex• L - 2��'
F =� v to. I Ea II I G � O- - v - - v v / / / / GRAPHIC SCALE
-
a L28 l O
L27
70 0 35 70 140 280
IN FEET )
1 inch = '70 ft.
PROJECT TITLE:
PHASE 1 - F PHASE 1. \ / \ ,) / I - I� ,{
PHASE 2 \ L5� PHASE / / / �� /' /iv� A\ Sao) V� V O / , _►I ' - - - \ I / / THE TOWNES AT BERMUDA RUN
r vv �� �/ I / / A / / / / V A \ - \ � •; - / ► � � I i I� I �� � PHASE 1
I
DAVIE COUNTY FARMINGTON TOWNSHIP
;
O BERMUDA RUN,NORTH CAROLINA
OWNER DEVELOPER:
HENSON REALTY, LLC
249 DEARDOM WAY
-
- - -�-\ LINE TABLE LINE TABLE LINE TABLE CURVE TABLE
i r \ CHAPEL HILL, NC 27516
LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION CURVE # LENGTH RADIUS
336-707-9799
v -EXISTING I \ \ � \ ��) / �� � / \/� � / 1 y � - - - - - �� - � � � \ \
WETLANDS \� I /' / / i / \ \ I I c i� I1 52.70' N00.54'35"E L17 48.00' S36.15'18"W L33 62.71' S55-44'32"W C1 15.10' 2,392.07' •
O I / , , v 1 -
FUTURE `
1\:, � �_ / �`•• ;, A �, : V L-2 15.06' N00'54'35"E L18 20.12' S29'28'40"W L34 6.05' S44'39'46"W C2 234.74' 2,392.07' �1.�N�� RQ
A� A I „ V�]�iS FLss/ . ♦i
EXISTING u l / \ \ VA /\ L 3 11.23 N65 51 57 W L19 42.67 S19 35 26 W L36 70.00' S42'53'21"W C3 107.33' 965.00'
WETLANDS` / \ �� \ / i O \ \ \\ \\ V \ r A o\ �.��
/ / �\ \ � \ \ -\, A I L-4 56.21' N51'39'13"W L20 28.20' S28'17'15"W L38 20.86' S18'43'54"W C4 98.68' 1035.00' n1neer1ng, Inc
„ „ „ SEA
L-5 51.97 N28 02 52 W L21 20.78 S30 57 45 W L39 54.39 S45 13 22 W Since 1974
v \ 035014
\\ \ \ \ �13I I / / i \ \ � /\ \ y S8) \ \\ \\ .\ G ]E>ingi>ineers Surveyors Planners�
/ \ \' \ L-6 24.19' N52.02'46"W L22 24.33' S3V54'41"W L40 50.95' S53-17'02"W ♦(1; 3-11-24
/ \ ,.1it \ 4609 ll�annn�a ll�anva' Garca'a'nna➢v®rcaa,NC 2'�q0'� ♦�'
v l / C / ii - - t: \. L-7 77.43' N30'40'58"W L23 47.94' S24'20'22"W L41 23.73' S80'42'07"W IIIl®� 336.854.8877 �u336.8548876PHASE 2
FIRM LICENSE#C10168
♦ .FN EjI �♦
� / ��� /�V /�/� �9) � \ �'�' /� i \ � � \ �. �\q�/�\ L-8 39.15' N24.26'28'W L24 46.04' S23.35'11'W L42 56.31' S44'29'15'W
Q .!� ��F \ \ \ \ \ \ // I \ \ ..-.y,� \ \ \ \ PROJECT: 7fi3-30 DESIGN BY: DF DRAWN BY: DF �♦ A. FL•�
O A / / / // // �`\-�/� \ L-9 58.42' N1746'34"W L25 5.77' S1717'38"W L43 58.94' S29-58'38"W ♦ •
A_ � ®\ \\ \ \ \ H:\Civ Pro�acle\Pau am\Bartnu a un\Orawinge\Phase I\Rermu a un on ruc ion Plans - a en a ..
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L-10 28.51 N09 43 50'W L26 20.30' S31 08'43"W L44 63.85' SOS'59'25"W 3o zme :
• �5` \ / / / i-/ / / / �' / / ,^ � \ � \ \\ � I SHEET DESCRIPTION:u
pp d R d R C el 1' PI 30 W I h d 40dw
oO�Z�Z�A / \� �\ / /� / / /\ \O �o)J l \�'_ \ \ L-11 26.75' N09'4350'W L27 48.89' S31'45'03"W L45 72.15' S10'08'20"W
/ x - - \\ A v PHASE 1 OVERALL
{
:, / 4� i // \\ \\ �� \ L-12 55.27' N282915'W L28 48.39' S3401'32"W L46 70.53' S18'57'00"W SITE PLAN
Q\p\ \ L-13 72.41' N0906'44"W L29 27.72' S2031'35"W L47 58.25' S10'11'42"W SCALE: 1"= 70' DATE: NOVEMBER 17, 2023
/ -A ,,
- \ ♦ o- \ OC �O\ L1 4 36% .43 S1 T49'03"W L30 10.06 S34'45'S8"W L48 62.97 S02'S6'S1"E
'1 1 \ \� // / / / / -/ \ \/ \ / -`•�T \�'/ // ���)I / / // \ ��) \ / �9) �\ \\ REVISIONS: SHEET NO.:
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����) \ /\ / ;� \ � �l I � ,. \ / l�``� � ; . .: � \ -11-24
\ / �� �) )) \ % � ��a. \ �-- � \ \ � �? ` L15 30.59' S29'02'48"W L31 54.15' S33.10'57"W L49 27.97' S31'31'23"W 3
., ,� � � � � �, � '�� vf,-'� � _� �O � n��- - � �' C2 1
/ ��) / !'' // / i A�., •,-`' > % \\�r / �O) \V A \ \ L16 45.31' S31-19'50"W L32 55.87' S63'41'00"W L50 780.93' S37-37'10"W
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